EP2093337A1 - Mehrzweckteil - Google Patents
Mehrzweckteil Download PDFInfo
- Publication number
- EP2093337A1 EP2093337A1 EP07866333A EP07866333A EP2093337A1 EP 2093337 A1 EP2093337 A1 EP 2093337A1 EP 07866333 A EP07866333 A EP 07866333A EP 07866333 A EP07866333 A EP 07866333A EP 2093337 A1 EP2093337 A1 EP 2093337A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- frusto
- mortar
- hole
- conical
- inf
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/62—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
- B66C1/66—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof
- B66C1/666—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof for connection to anchor inserts embedded in concrete structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/142—Means in or on the elements for connecting same to handling apparatus
Definitions
- the present invention relates to the field of modular construction systems, based on dwelling modules, roof modules, terrace modules and facade modules which constitute a building from said modules.
- EP1700964 reveals a modular construction system and a method for leveled assembly of prefabricated construction modules.
- the modular system consists of heavy-duty concrete construction modules to be vertically stacked and placed one next to the other for the construction of, preferably, residential buildings.
- Each module forms a monolithic structure or consists of a steel frame and panels with walls, roof and floor.
- the modules include fitting devices for stacking; lateral connection elements between modules and/or horizontal and vertical clamping straps.
- Modules are leveled using leveling sheets and/or non-shrink mortar and/or a method using jacks and tubular sections filled with non-shrink mortar until it sets and jacks are withdrawn.
- Each construction module includes all accessories and finish elements for a house, such as facades, windows, installations, furniture and internal equipment.
- the present invention refers to pillars used in dwelling modules, roof modules and buildings built from said modules. Compared to conventional productive systems, it offers innumerable advantages as regards building quality, reduction of environmental impact, work risk prevention, and a drastic reduction on construction time.
- said process comprises, a succession of more or less crafty works that are constantly affected by external factors that in numerous occasions result in, depending on the case, a worse finish, delays, higher costs and risks, among others.
- an in-plant production system not only allows a reduction in construction time, risks and unexpected cost increases, but it also allows an execution and finish control similar to that of a mass production factory.
- This form of producing houses represents advantages similar to those of the mass production of any other product, such as automobiles, which allows not only an important reduction in execution time, but also a clear reduction in costs, an spectacular increase in work safety, an important improvement in aspects related to environmental impact and favors the development of a strong industrial base across not only the plant itself, but also across the auxiliary industry, acting as traction head of the economy in its setting up area.
- the construction system provides for the manufacture of different elements that form a block of houses in a controlled and stable environment, as an industrial plant is, by a mass production process. Once they are produced, said elements are transported to the place of destination and there the building is permanently assembled.
- the buildings developed are the result of the combination of industrialized modules, whose weight and size allow the transportation by conventional means.
- the modules form dwelling rooms, containing all the necessary installations and finishes for using them.
- This construction system allows the development of any building, independently of the use it will contain in its interior, making it possible to adequate the interior setting of the modules for the necessary requirements.
- the size, shape and dimension of the building typologies are limited, being exclusively linked to the own rules of a modular combination (the dimensions obtained are multiple of the module smaller dimension).
- the functional rationality integrated in the design and the different modules shaping, along with the varied combinations thereof, generate multiple distributions.
- the modular combination allows obtaining numerous and varied distributions, with the objective of obtaining in each case the best possible habitability and spatial quality.
- the configuration possibilities are very numerous, which may include educational buildings, health centers, hotels, residences, and penitentiary centres.
- dwelling modules it is possible to generate from single room apartments to single-family buildings, including dwelling modules with as many bedrooms as it is wanted, having also the chance of choosing varied kitchen configurations (American or independent) and the opportunity of including or choosing among varied complementary spaces (toilet, dressing room, back room, working area, and others) by the connection of as many modules as necessary.
- the dwelling modules are complemented with others intended for terrace, elevator holes, stairs, receiving areas or decks, to form the building as a whole, having already all the integrated installations from factory, such as plumbing system, electrical installation, home automation, heating system, air conditioning system, and others.
- the building structure up to the zero level (garages, basement, storefronts, foundation, and others) is fabricated in situ , on-site. This is made with the habitual methods used in construction.
- the complete units may be of three main different types: dwelling modules, terrace modules and roof modules.
- the first two refer to the living spaces intended for dwelling, while the third group includes the plates acting as the crowning of the building.
- Dwelling modules have a parallelepiped rectangular geometry, that is to say, large dimension rectangular prisms, made into modules so that they may be combined into several varied typological forms.
- the main bearing structure consists of a horizontal sole plate, four vertical pillars on the corners thereof, four top perimeter beams and a slab supported thereon as a roof.
- Said lower sole plate is formed by a horizontal slab supported on three longitudinal (pre-stressed or post-stressed) and two cross beams, which mainly bears the load of the interior of the house. Together with this sole plate, the other beams and pillars form the module frame, which in turn is braced by the perimeter and internal partition walls, which form the distributions of the house. Said walls work as large plates for transmitting horizontal loads and provide the whole structure with more rigidity and firmness.
- Each pillar has an embedded Pillar Multi-purpose part (PMP), that is, 4 PMP in each module. This piece is described below.
- PMP Pillar Multi-purpose part
- the roof is a slab, also prefabricated, but it is manufactured separately and it is added afterwards so as not to interfere with the stages of production and interior finishing. This slab is supported on the cut made on the upper perimeter beams.
- This slab is supported on the cut made on the upper perimeter beams.
- the dwelling module types are basically three:
- Corner modules are those in which two facade walls converge at 90°; the second modules have only a facade wall, with the other faces of the parallelepiped inside the building; and the third modules are those that have no facade faces.
- the stairs, corridors, elevators, doorways and the other common use elements inside the residential building are also formed with dwelling modules, that is, the whole building is made up of modules.
- the key piece allowing the correct assembly is the Pillar Multi-purpose part, PMP.
- the PMP has 3 parts:
- Pillar Multi-purpose part As it has been indicated, in every pillar a Pillar Multi-purpose part, PMP, is inserted, which basically has six functions:
- the upper screw of the PMP is used to couple a special lifting tool to lift the module for transporting it.
- This support design allows an embedding among modules that restrains any involuntary movement of one module with respect to the other, since the horizontal and vertical movements are constrained.
- This embedding between pieces is implemented by the inclusion of heavy-duty mortar between the supporting cone of the upper module and the conic hole of the lower one; said mortar is introduced from the upper conic hole and flows, through the filler pipe, down the pillar; in this way the clearance between the conic support and the conic hole is filled ensuring no air enters, which is achieved thanks to another outlet pipe that expels, upwardly, any air bubble.
- the open end of the mortar pipe has a circular design for the introduction funnel to perfectly couple therein; on the other hand, the other pipe outlet is square and smaller, so as to prevent the operator from accidentally connecting the funnel therein.
- the stem includes in its lower area a groove to allow the mortar flow inside the orifice of the perforated plate of the lower module.
- the introduction of the mortar is made once the module leveling has been carried out.
- the advantage of the system is that said leveling can be carried out from the upper area of the module, which on the one hand prevents going into the interior thereof and on the other hand facilitates and makes the assembly process more comfortable.
- the leveling is obtained by the leveling screw, placed in the upper conic hole, and fixed to the perforated metallic plate with a thread. When said screw is fastened, it pushes the central stem that goes across the whole pillar and that is inserted into the metallic jacket to make its movement independent from the rest of the structure. Said vertical pushing makes the module rise from that comer; similarly, if the screw is unfastened, it is possible to make the module slightly descend from that corner instead of rising. Given that said margin of movement is provided in each of the four PMP of a module, it can be perfectly leveled without any restriction.
- the PMP incorporates cups that apart from joining the modules, also serve for joining the facade panels or terrace modules.
- the lifting is generally carried out with a crane, using balance beams that ensure the horizontal position of modules at all times.
- Said balance beams are metallic frames whose coupling points draw a homothetic rectangle in the plant of each module.
- the fastening to the corners thereof is carried out by means of the lifting tool in each of the PMP.
- Each module fits perfectly with the one under it (or with the supporting beams of the first plant, if that were the case). In this way, in-plant placement is accurate and perfect.
- a special lifting tool is used for the lifting of the dwelling and roof modules. This tool has been specifically designed to couple to the upper cone of the PMP of the dwelling and roof modules, coupling itself to the leveling screw that is screwed to the metallic plate of the PMP.
- the main body has an end to which the slings or lifting chains are coupled.
- This body includes a small lever surrounded by a main spring. The turning of the small lever activates the upward vertical movement of the moving body compressing the main spring, and laterally moving the embedding elements, which will make the 4 secondary springs be loosened according to the turning of the small lever.
- the perfect contact with the inclined surface of the PMP prevents the tool from slanting keeping it always in vertical position, which is essential for the screw of the PMP not to bend and accomplish its subsequent leveling mission. Besides, its position makes it impossible for the device to clamp the screw head.
- each module would be leveled from its upper part by clapping or loosening the leveling screw.
- the connections between the dwelling modules are of three different types:
- the horizontal connection is made in two ways: by a mechanical binding at the pillar head using screws that fix together the cups of the PMPs of two parallel modules (or independent cups embedded in the center of a longitudinal beam in the case of perpendicular modules), and by a wet joint created in the face of the pillar that is left between two pillars of two contiguous modules facing each other.
- Said joint is formed by the space created by two dap joints, one in the pillar of each module, one facing the other; so that, it is generated a vertical space through which, after placing the modules in their exact position, the two pillars are integrated; this is accomplished by introducing heavy-duty mortar that vertically fills said hole between the flexible reinforcing bars of the dap joints, thus assembling both pillars.
- Parallel to the sides of the dap joints, from top to bottom, hermetic bands are left embedded in the pillar to prevent said mortar from flowing out of the vertical strip that is to be filled.
- leak-tight rubber seals are installed, which, coupled to the embedded sections of the beams, manage to provide each house and each plant with a hermetic seal. Said butt joints drive any moisture to the areas connected to the down pipes, placed where four pillars meet, so as to prevent water from stagnating between the plants.
- the module has basically two main components or materials: concrete and metal ribs.
- the assembly of the modules requires auxiliary systems for their leveling, such as the hydraulic jacks and mortar filling systems.
- the present invention proposes a modular construction system of a whole building comprising decks and terraces.
- the dwelling modules have an independent roof, which facilitates the module installation
- the weight of the living module of the invention is 24 T, so they can be transported by means of conventional methods.
- the construction system is simple, since the connection guiding, embedding, fixing and leveling is made by the PMP.
- the assembly is also simpler, because it only requires introducing mortar through the PMPs and into the dap joints; there is no need of any auxiliary systems such as hydraulic jacks or others.
- the system of connections of the present invention provides the finished building with a more monolithic nature.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Floor Finish (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Finishing Walls (AREA)
- Load-Engaging Elements For Cranes (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200603078A ES2303457B1 (es) | 2006-12-01 | 2006-12-01 | Sistema constructivo. |
| PCT/ES2007/000703 WO2008068366A1 (es) | 2006-12-01 | 2007-11-30 | Pieza polivalente |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP2093337A1 true EP2093337A1 (de) | 2009-08-26 |
| EP2093337A4 EP2093337A4 (de) | 2013-09-11 |
Family
ID=39467469
Family Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP07730353.5A Withdrawn EP2112290A4 (de) | 2006-12-01 | 2007-03-01 | Wohnmodul, dachmodul, aussenmodul, gebäude, hubwerkzeug und verpackung |
| EP07866332A Withdrawn EP2112119A1 (de) | 2006-12-01 | 2007-11-30 | Hebewerkzeug für fertigteilhausmodule |
| EP07866333.3A Withdrawn EP2093337A4 (de) | 2006-12-01 | 2007-11-30 | Mehrzweckteil |
Family Applications Before (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP07730353.5A Withdrawn EP2112290A4 (de) | 2006-12-01 | 2007-03-01 | Wohnmodul, dachmodul, aussenmodul, gebäude, hubwerkzeug und verpackung |
| EP07866332A Withdrawn EP2112119A1 (de) | 2006-12-01 | 2007-11-30 | Hebewerkzeug für fertigteilhausmodule |
Country Status (4)
| Country | Link |
|---|---|
| US (3) | US8297002B2 (de) |
| EP (3) | EP2112290A4 (de) |
| ES (1) | ES2303457B1 (de) |
| WO (3) | WO2008065216A1 (de) |
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| US20110232543A1 (en) * | 2010-03-24 | 2011-09-29 | Paramount Structures Inc. | Attachment mechanism for blast resistant modular buildings |
-
2006
- 2006-12-01 ES ES200603078A patent/ES2303457B1/es not_active Expired - Fee Related
-
2007
- 2007-03-01 WO PCT/ES2007/000112 patent/WO2008065216A1/es not_active Ceased
- 2007-03-01 US US12/516,923 patent/US8297002B2/en not_active Expired - Fee Related
- 2007-03-01 EP EP07730353.5A patent/EP2112290A4/de not_active Withdrawn
- 2007-11-30 WO PCT/ES2007/000703 patent/WO2008068366A1/es not_active Ceased
- 2007-11-30 WO PCT/ES2007/000702 patent/WO2008068365A1/es not_active Ceased
- 2007-11-30 US US12/517,161 patent/US20100181790A1/en not_active Abandoned
- 2007-11-30 EP EP07866332A patent/EP2112119A1/de not_active Withdrawn
- 2007-11-30 EP EP07866333.3A patent/EP2093337A4/de not_active Withdrawn
- 2007-11-30 US US12/517,165 patent/US8402706B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| US8297002B2 (en) | 2012-10-30 |
| EP2112290A1 (de) | 2009-10-28 |
| US20100181790A1 (en) | 2010-07-22 |
| US20100132271A1 (en) | 2010-06-03 |
| WO2008065216A1 (es) | 2008-06-05 |
| ES2303457A1 (es) | 2008-08-01 |
| WO2008068366A1 (es) | 2008-06-12 |
| EP2112290A4 (de) | 2013-09-11 |
| US20100140447A1 (en) | 2010-06-10 |
| EP2112119A1 (de) | 2009-10-28 |
| EP2093337A4 (de) | 2013-09-11 |
| US8402706B2 (en) | 2013-03-26 |
| ES2303457B1 (es) | 2009-08-03 |
| WO2008068365A1 (es) | 2008-06-12 |
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